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Performance of cement grout incorporating ceramic waste as filler

机译:掺入陶瓷废料的水泥浆的性能

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摘要

The large bulk of ceramic waste nowadays leads to serious environmental problem since these materials are not reusable and recyclable. In second concern is related to the deterioration due to crack problem facing by concrete structure. The use of cement grout as one of repair materials for minor crack has been applied for many years. However, the natural sand as filler used in cement grout somehow needs another alternate material to substitute it due to depletion issue and has become expensive. Therefore, reuse of ceramic waste as substitute in natural sand has been proposed to minimise those problems. This research conducted focus on the performance of cement grout incorporating ceramic tile waste as filler. The experimental tests were performed to determine engineering properties consists of consistency, setting time, shrinkage behavior, water absorption, compressive and flexure strength. Different size particle of ceramic waste in range 150 µm to 850 µm were selected as partial replacement of sand as filler in cement grout. The result indicated the optimum of size particle that give better performance in their engineering properties was filler with size around 150 µm, without affecting significantly in design strength. The incorporating of ceramic waste has no negative effects on cement grout properties and thus can be used as alternate construction material in future. Besides, cement grout made from ceramic waste as filler may minimise the disposal problem as was mentioned earlier.
机译:由于这些材料不可重复使用和再循环,因此如今的大量陶瓷废料导致严重的环境问题。第二个问题与混凝土结构所面临的裂纹问题引起的劣化有关。使用水泥浆作为轻微裂缝的修补材料之一已经应用了很多年。然而,由于耗尽问题,水泥砂浆中用作填充剂的天然砂某种程度上需要另一种替代材料来替代它,并且已经变得昂贵。因此,已经提出了将陶瓷废料重新用作天然砂的替代品以最小化这些问题的提议。这项研究的重点是掺入瓷砖废料作为填料的水泥浆的性能。进行了实验测试,以确定由稠度,凝固时间,收缩行为,吸水率,抗压强度和挠曲强度组成的工程性能。选择了150微米至850微米范围内的不同尺寸的陶瓷废物颗粒作为水泥砂浆中填充砂的部分替代品。结果表明,在其工程性能方面表现更好的最佳粒径颗粒是粒径约为150 µm的填料,而不会显着影响设计强度。掺入陶瓷废料对水泥浆的性能无不利影响,因此将来可用作替代建筑材料。此外,由陶瓷废料作为填料制成的水泥浆可以使处置问题最小化,如前所述。

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    Saleh Norharyati;

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  • 年度 2014
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